HomeMy WebLinkAboutPLAN REVIEW RECORD - BLOWER DOOR TEST CERTIFICATEPermit #1812-0450
3608 GROVE CT FT PIERCE, FL 34951
According to our calculations the elevation of the home is high in relation to the neighboring
property. The home must be constructed on a stem wall or submit a civil engineer storm water
plan showing the retention of storm water on this property. Per section 7.04.01 (D) of the land
development code.
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2015 INTERNATIONAL
Plan Review # 1812-0450
RESIDENTIAL CODE® vs/1s
Date:
FOR ONE- AND TWO-FAMILY DWELLINGS Valuation: $282,072.00
PLAN REVIEW RECORD Fee: $2443.00 / $17,178.00
FT PIERCE, FL 34951
JURISDICTION:
(City, County, Township, etc.)
BUILDING LOCATION: 3608 GROVE CT,
(Street address)
BUILDING DESCRIPTION: SFR
REVIEWED'BY6 '
Numerals indicated in parenthesis are applicable code sections of the 2015 Intemationsf Residential Code (IRC).Jhe plan mviewaccomplished as indicated
.In this record is limited to those code sections specifically identified herein. ihisrreoored references commonly applicable code sections with due regard for
the amount and type of detailed Information which is typically found on construction documents for one- andtwo-famlly dwellings and townhouses: It does
not reference all code previsions which may be applicable to specific buildings. This record is designed to be used, only, by those who are knowledgeable
and capable of exercisingcompetent judgment In evaluating construction documents for code compliance:
CORRECTIONS LIST
No.
DESCRIPTION
Code
Section
2015, InternationalISBN 978-t-a0983-a11-5
\\Trademark is the trademark of InternattionalM. Patent and
IIII IIIIIIII II III IIII
INTERNATIONAL • additional . •• 9 781609 836115
CODE COUNCIEPHONE• • , r r
-1-
CORRECTION LIST (cont'd.)
No. DESCRIPTION Code
Section
I
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I
I
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NOTE: Entries to this Plan Review Record that require a field check or inspection of the Installation must be coordinated with the Inspection phase (R109) of the project.
BUILDING PLANNING (Chapter 3)
DESIGN CRITERIA [Table R301.2(1)] Parapets and construction
Floor live load (Table R301.5) psf (R302.2.2, R302.2.3)
Roof live load (Table R301.6) 20 psf Two-family dwelling separation (R302.3)
Ground snow load psf
Ultimate design wind speed 160 mph
Wind exposure category (R301.2.1.4) 2-BB
High wind design criteria applicable
(R301.2.1.1)
Seismic design category (SDC)
[Figure R301.2(2)]
SDC C&D provisions (R301.2.2)
Weathering NEG
Frost line depth
Termite area HV
Decay area
Winter design temperature
Ice barrier underlayment required
Flood hazards
FIRE-RESISTANT CONSTRUCTION (R302)
Exterior walls
(R302.1, Tables R302.1(1) and R302.1(2)]
Townhouse separation (R302.2)
Continuity and structural independence
(R302.2.1, R302.2.4)
ROOM PLANNING REQUIREMENTS (R303 throuoh R305)
Dwelling unit penetrations (R302.4)
Dwelling/garage opening/penetration protec-
tion (R302.5)
Dwelling/garage fire separation (R302.6)
Under -stair protection (R302.7)
Wall and ceiling finishes (R302.9)
Flame spread index (R302.9.1)
Smoke -developed index (R302.9.2)
Testing (R302.9.3, R302.9.4)
Insulation (R302.10)
Flame spread/smoke-developed
(R302.10.1, R302.10.2)
Cellulose loose -fill and exposed attic
insulation (R302.10.3, R302.10.4)
Testing (R302. f0.5)
Fireblocking (R302.11)
Draftstopping (R302.12)
Fire protection of floors (R302.13)
Combustible insulation clearance (R302.14)
Use
Area (ftz)
Width
Ceiling heightt
Natural light'
Natural ventilation`
Living
70
T-0"
T-0"
8% floor area
4% floor area
Dining
70
T-0"
T0"
8%floor area
4% floor area
Kitchen
N.A.
N.A.
7'-0"
8%floor area
4% floor area
Bedroom
Bathroom
70
N.A.
T-0"
N.A
T-0"
6'-8"
8%, floor area
3 square feet
4% floor area
V/z square feet
See Sections R303.1 & R303.3 for mechanical ventilation and artificial light and R303.4 for required whole -house mechanical ventilation.
t 6'-8" min. at plumbing fixtures and for non -habitable basements.
Required heating (R303.9)
SANITATION (R306 and R307)
X Water closet
X Lavatory
X Tub or shower
X Kitchen area with sink
X Sanitary sewer (Chapter 30)
X Private disposal (Appendix 1)
GLAZING (R308)
Identification (R308.1)
Louvered windows or jalousies (R308.2)
Human impact loads/hazardous locations
(R308.3, R308.4)
Skylights and sloped glazing (R308.6)
-3-
BUILDING PLANNING (cont'd.)
GARAGES AND CARPORTS (R309)
Floor surface noncombustible; sloped floor
(R309.1)
Carport: open two sides; noncombustible
floors; sloped floor (17309.2)
Automatic garage door opener (R309.4)
Fire sprinklers (17309.5)
EMERGENCY ESCAPE AND RESCUE OPENINGS
(R310)
X Where required (R310.1)
X Areas, height, width, operations (17310)
Window wells (R310.2.3)
Under decks and porches (R310.2.4)
Bars, grilles, covers and screens (R310.4)
MEANS OF EGRESS (R311)
X General (17311.1)
X Egress door (R311.2)
Landings at exterior doors
(R311.3 - R311.3.3)
Vertical egress (R311.4)
Construction and attachment (R311.5)
X Hallways (R311.6)
Stairway width, headroom, vertical rise, walk -
line (R311.71 - R311.7.4)
Stairway treads, risers profiles
(13311.75 - R311.7.5.4)
Stairway landings and walking surfaces
(17311.76, R311.77)
Handrails required (R311.78)
Handrail height, continuity, grip -size
(R311.78.1 - R311.78.4)
Stairway illumination (R303.7, R311.79)
Special stairways (13311.710)
Ramp slope, landings, handrails (R311.8)
GUARDS AND WINDOW PROTECTION (R312)
Required for open -sided surfaces, stairs,
ramps and landings > 30" above floor/
grade (R312.1.1)
Height - 36" (R312.1.2)
Opening limitations (R312.1.3)
Window fall protection (R312.2)
AUTOMATIC FIRE SPRINKLER SYSTEMS (R313)
Townhouses (R313.1)
One- and two-family dwellings (R313.2)
SMOKE ALARMS (R314)
Referenced standards (R314.1)
Location and interconnection
(17314.3, R314.4)
Power source (R314.6)
CARBON MONOXIDE ALARMS (R315)
New construction (R315.1, R315.2)
Existing construction (R315.2.2)
Referenced standard (R315.6)
FOAM PLASTIC (R302.8, R316)
Labeling (R316.2)
Surface burning, thermal barrier, specific
approval (R316.3 - R316.8)
DECAY AND TERMITE PROTECTION (R317 and R318)
X Protection required
(Table R301.2(1), R317.1, R318.1)
Quality mark (173172 and R318.1.1)
SITE ADDRESS (R319)
Address numbers (R319.1)
ACCESSIBILITY (R320)
Type B dwelling units applicable (R320.1)
ELEVATORS/PLATFORM LIFTS (R321)
Referenced standards (17321.1 - R321.3)
FLOOD -RESISTANT CONSTRUCTION (R322)
General (R322.1)
Hazard area and requirements
(R301.2.4, R309.3, R322.2, R322.3)
Design professional (R322.3.6)
STORM SHELTERS (R323)
General/referenced standard (R323.1)
SOLAR ENERGY SYSTEMS (R324)
System, installation, access
(R324.2 - R324.7)
MEZZANINES (R325)
Area, egress, openness (R325.2 - R325.5)
SWIMMING POOLS, SPAS AND HOT TUBS (R326)
ISPSC (R326.1)
-4-
FOUNDATIONS (Chapter 4)
MATERIALS (R402)
Wood foundations (R402.1)
x Concrete, compressive strength
(R402.2, R402.3)
FOOTINGS (R403)
x Soil bearing value (R401.4, R403.1)
x Footing width
(Tables R403.1(1) - R403.1(3)]
x Footing edge thickness; footing projection =
2" minimum, but 5 footing thickness
(R403.1.1)
Footings in SDC and D
(R403.1.2 and R403.1.6.1)
x Depth below (outside) grade = 12" minimum;
but below frost line (R403.1.4, R403.1.4.1)
Sill plate bolting in concrete/masonry ='/2" di-
ameter bolts, within 12" but not less than 7
bolt diameters from ends, 7" embedment
(R403.1.6)
Footings adjacent to slopes (R403.1.7)
Frost -protected shallow foundations (R403.3)
Footings for precast concrete foundations
(R403.4)
FOUNDATION/RETAINING WALLS (R404 - R406)
Masonry foundation walls (R404.1.2)
Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.1(1) -
R404.1.1(4), R404.1.5.11
Reinforcement size and spacing
[Tables R404.1.1(2) - R404.1.1(4)]
Concrete foundation walls (R404.1.3)
Wall height, unbalanced backfill, nominal
thickness (Tables R404.1.2(f) -
R404.1.2(8), R404.1.5.2]
Horizontal and vertical reinforcement size and
spacing (Tables R404.1.2(1) -
R404.1.2(8), R404.1.3.2, R404.1.3.3.7]
Stay -in -place forms (R404.1.3.3.6.1)
SDC D provisions (R404.1.4)
Height above finished grade (R404.1.6)
Sill plate size (R404.3)
Precast concrete foundation walls (R404.5)
Drains required if habitable or usable spaces
are below grade* (R405)
Soil class (Table R405.1)
Dampproofing if basements are below grade*
(R406.1)
Waterproofing if high water table* (R406.2)
* If uninhabitable; see Under -Floor Space (17408)
COLUMNS (R407)
Protection from decay or corrosion
(R407.1 and R407.2)
x Structural requirements (R407.3)
Anchorage (R407.3)
Wood columns (minimum 4" square) (R407.3)
Steel columns (minimum 3" diameter, Sched-
ule 40 pipe) (R407.3)
UNDER -FLOOR SPACE (R408)
Ventilation (R408.1 and R408.2)
Unvented crawl space (R408.3)
Access (R408.4)
Removal of debris (R408.5)
Finished grade (R408.6)
Flood resistance (R408.7)
-5-
FLOORS (Chapter 5)
WOOD JOISTS AND GIRDERS (R502)
Species and grade (R502.1)
Joists —Sleeping areas, LL = 30 psf
[Table R502.3.1(1)]
Joists—Nonsleeping areas, LL = 40 psf
[fable R502.3.1(2)]
Cantilevered joists
(Tables R502.3.3(1) and R502.3.3(2)]
Girder and header spans
(Tables R602.7(1) - R602.7(3)]
Joists under bearing partitions (R502.4)
Bearing (1.5" minimum on wood or metal; 3"
on masonry or concrete) and lapped joists
(311) (R502.6, R502.6.1)
Lateral restraint and bridging
(R502.7, R502.71)
Drilling and notching (R502.8)
Fastening (R502.9)
Framing of openings (13502.10)
Wood trusses (R502.11)
Draftstopping (R502.12)
LUMBER FLOOR SHEATHING (R503.1)
Allowable span (Table R503.1)
End joints (R503.1.1)
WOOD STRUCTURAL PANEL SHEATHING (R503.2)
Grade (R503.2.1)
Thickness (R503.2.1)
Allowable spans
(Tables R503.2.1.1(1) and R503.2.1.1(2)]
Installation [Table 602.3(1)]
PARTICLEBOARD UNDERLAYMENT (R503.3)
Grade (11503.3.1)
Thickness (R503.3.2)
Installation (Table R602.3(1)]
TREATED -WOOD FLOORS (ON GROUND) (R504)
Base course: 4" thick with maximum 3/,"
gravel or'/," crushed stone (13504.2.1)
Moisture barrier: placed over base course
(R504.2.2)
Materials (R504.3)
STEEL FLOOR FRAMING (R505)
Cold -formed steel; applicability limits;
in -line framing (13505.1)
Structural framing (R505.2)
Material (13505.2.1)
Corrosion protection (R505.2.2)
Identification (R505.2.4)
Fastening (R505.2.5)
Floor construction (R505.3)
CONCRETE FLOORS (ON GROUND) (R506)
X Thickness: 31/2" minimum; Concrete strengih
(R506.1)
X Support: prepared subgrade; maximum earth
fill = 811; maximum sand or gravel fill = 24"
(R506.2.1)
Base course: 4" graded with 2" maximum
aggregate (R506.2.2)
X Vapor retarder (R506.2.3)
X Reinforcement support (R506.2.4)
EXTERIOR DECKS (R507)
Support, attachment (13507.1 - 135072.4)
Plastic composite materials (R507.3)
Decking/deckjoists (135074, R507.5)
Deck beams (R5076)
Deck posts, connections, footings
(R507.71, R5078)
0
WALL CONSTRUCTION (Chapter 6)
WOOD CONSTRUCTION (R602)
Construction
(Figures R602.3(1) and R602.3(2)]
Stud grade (R602.2)
Design/construction (R602.3)
X Stud spacing [13602.3.1, Table R602.3(5)]
Interior load -bearing walls (R602.4)
X Interior nonbearing walls: 2" x 3" at 24" o.c.
or 2" x 4" flat at 16" o.c. (R602.5)
Drilling and notching —studs (R602.6)
Drilling and notching —top plate (R602.6.1)
Headers (Tables R602.7(1) - R602.7(3) and
Figure R602.72]
Fireblocking (R602.8, R302.11)
Cripple walls (R602.9)
Wall bracing, lines, panels
(R602.10.1, R602.10.2)
Required length of bracing, method
(R602.10.3, R602.10.4, Tables
R602.10.3(1) and R602.10.3(3)]
Minimum length, connections, support, joints,
cripple walls (13602.10.5 - R602.10.11)
Wall anchorage (SDC C and D) (17602.11)
Simplified wall bracing (R602.12)
STEEL WALL FRAMING (R603)
General (17603.1)
Structural framing (R603.2)
Material (R603.2.1)
Corrosion protection (R603.2.2)
Identification (R603.2.4)
Fastening (R603.2.5)
Wall construction (R603.3 - R603.5)
Headers (R603.6)
Studs, tracks and structural sheathing
(11603.7 - R603.9)
SHEATHING (R604 and R605)
Wood structural panels (13604)
Particleboard (R605)
MASONRY CONSTRUCTION (R606 - R610)
X General design (R606)
_Seismic requirements (R606.12)
Glass unit masonry (R607)
X Exterior concrete wall construction (R608)
X Exterior windows/doors (13609)
Glass unit masonry (R610)
STRUCTURAL INSULATED PANEL WALL
CONSTRUCTION (R610)
Applicability (R610.2)
Materials (R610.3)
Wall panels, construction details
(13610.4 - R610.10)
-7-
WALL COVERING (Chapter 7)
INTERIOR WALL COVERING (11702)
Plaster material (R702.2)
Plaster support (R702.2.3)
X Gypsum board materials (17702.3.1)
Gypsum board support, application and fas-
tening (R702.3.2 - R702.3.7)
Ceramic tile (R702.4)
Other finishes (R702.5 and R702.6)
Vapor retarders (R702.7)
EXTERIOR WALL COVERING (R703)
X Water -resistive barrier (R703.2)
X Attachment and minimum thickness
[Table R703.3(l)]
Wood siding (R703.5)
Wood shakes and shingles (R703.6)
X Exterior plaster (R703.7)
Stone & masonry veneer (17703.8 & Figure
R703.8); Steel angle lintels-4" minimum
bearing each end (R703.8.3)
Veneer ties: #9 U.S. gage wire or #22 U.S1
gage by 7/B' corrugated metal; horizontal
and vertical spacing; 2.67 square feet
maximum area supported (wind > 30 psf
and SDC C or D, maximum area = 2
square feet) (R703.8.4.1)
Flashing (17703.4 and R703.8.5)
_Exterior insulation and finish systems
(R703.9)
Fiber cement siding (13703.10)
Vinyl siding (13703.11)
Other sidings (17703.12 - R703.17)
ROOF -CEILING CONSTRUCTION (Chapter 8)
WOOD ROOF FRAMING (R802)
Fire -retardant -treated wood (13802.1.5)
Framing details (R802.3)
Rafter ties (17802.3.1)
Collar ties (4' o.c., in upper third of attic)
(R802.3.1)
Purlins (2" x 4" at 4' o.c. minimum)
(Figure R802.5.1, R802.5.1)
Bearing (R802.6)
Cutting and notching (R802.7)
Engineered wood products (R802.7.2)
support and bridging (R802.8)
Framing of openings (R802.9)
X Wood trusses (17802.10)
Roof tie -down (13802.11)
CEILING JOISTS [Tables R802.4(1), R802.4(2)]
Without attic storage, LL = 10psf
With attic storage LL = 20psf
Spacing
Species and grade
Span
Size
RAFTERS [Tables R802.5.1(1) - R802.5.1(8)]
Ground snow load/LL = 20 psf
Controlling design (LL or snow)
Ceiling not attached/ceiling attached
Spacing
Species and grade
Span
Size
Hc/HR; Adjustment factor
ROOF SHEATHING (R803.2)
Grade
X Thickness
FRTW allowable stresses/grading
X Allowable spans [Table R503.2.1.1(1)]
X Installation (R803.2.3)
ROOF -CEILING CONSTRUCTION (cont'd.)
STEEL ROOF FRAMING (R804)
General (R804.1)
Structural framing (R804.2)
Material (17804.2.1)
Corrosion protection (R804.2.2)
Identification (R804.2.3)
Fastening (R804.2.5)
Roof construction (R804.3)
Roof tie -down (R804.3.8)
ROOF VENTILATION (R806)
Ventilation requirements (R806.1 - R806.5)
ATTIC ACCESS (R807)
Access requirements (807.1)
ROOF ASSEMBLIES (Chapter 9)
ROOF CLASSIFICATION (R902)
X Roof covering materials (R902.1)
WEATHER PROTECTION (R903)
Flashing (R903.2)
Coping (R903.3)
Roof drainage (R903.4)
MATERIALS (R904)
X Compatibility; specifications; physical charac-
teristics; identification (R904.2 - R904.4)
REQUIREMENTS FOR ROOF COVERINGS (R905)
X Underlayment (R905.1.1, R905.1.2)
Asphalt shingles (13905.2)
Clay and concrete tile (R905.3)
Metal roof shingles (R905.4)
Mineral -surfaced roll roofing (R905.5)
Slate shingles (R905.6)
X Metal roof panels (R905.10)
NOA / PA Modified bitumen roofing (R905.11)
NOA / PA Thermoset single -ply roofing (R905.12)
NOA / PA Thermoplastic single -ply roofing (R905.13)
NOA / PA Sprayed polyurethane foam roofing (R905.14)
NOA / PA Liquid -applied roofing (R905.15)
NOA / PA Photovoltaic shingles (R905.16)
ROOF INSULATION (R906)
General (R906.1)
ROOFTOP - MOUNTED PHOTOVOLTAIC SYSTEMS
(R907)
Materials and installation (17907.1 - R907.5)
REROOFING (R908)
Materials and methods (17908.1)
Structural support (R908.2)
Replacement/re-covering (R908.3, R908.4)
Wood shingles (13905.7) ROOFTOP - MOUNTED PHOTOVOLTAIC
Wood shakes (R905.8) PANEL SYSTEMS (R909)
Built-up roofs (R905.9) Materials and installation (R909.1 - R909.3)
CHIMNEYS AND FIREPLACES (Chapter 10)
MASONRY FIREPLACES (R1001)
Construction
(Figure R1001.1 and Table R1001.1)
SDC D reinforcing/anchorage
(R1001.3 and R1001.4)
Firebox walls and dimensions
(R 1001.5 and R 1001.6)
Steel fireplace units (171001.5.1)
Lintel (noncombustible) (R1001.7)
Hearth extension (R1001.9, 171001.10)
Fireplace clearance (R1001.11)
Fireblocking (R1001.12)
MASONRY CHIMNEYS (R1003)
Construction (Table R1001.1, R1003.2,
R1003.3, and Figure R1001.1)
Corbeling (R1003.5)
0
Planni'•.o Development Services
Building & Code Regulation Division
2300 Virginia Ave, Rm 201
Fort Pierce, FL 34982
Phone:772-462-2165 Fax:772-462-6443
BLOWER DOOR TEST FORM
House Infiltration Test Certification,
RECENED
SGNWE® Nov 14 711t4
fC16 Chu P rmitting Departmu"
StLU
. St. Lucie Cnom'
Prescriptive and Performance Method
Date: ti (3i(Q Permit M OL — o l 5
Contractor:
Job Address: S G
CF, FF Pie.
Construction: ( A IUew Construction — Complete
3 1F 4 f(
( ) Existing —After Addition
House Infiltration Test ResWts SLC Climate Zone 2
CFM (50) = Test Date: I I I ( 3) (4
Volume=_
ACH (50) = CFM (50) x GO / Volume = 3 • I Mechanical Ventilation required less than,3 ACH
Passing results must be & ACH (50) or less (L'f Pass ( ) Fall
FBC, Energy
The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per
hour In Climate Zone 1, 2 and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a
blower door at a pressure of 0.2 inches w. g. (50 Pascals). Testing shall be conducted by either individuals as defined in
Section 553.993(5) or (7), Florida Statutes or individuals licensed as set forth in Section 489.105 (3)(f), (g) or (1) or an
approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building
thermal envelope.
FBC, Residential
Where the air infiltration rate of a dwelling unit is less than 3 air changes per hour when tested with a blower door at a
Pressure of 0.2 inch w. C. (50 Pa) in accordance with Section R402.4.1.2 of the Florida Building Code, Energy Conservation
the dwelling unit shall be provided with whole -house mechanical ventilation in accordance with Section M1507.3.
Testing Company
Company Name: Pro -Duct Services
Address: 1915 Rio Vista Drive, Ft. Pierce, FL 34949
I hereby certify that the above House Infiltration results demonstrate compliance with FBC Energy Conservation
requirements in accordance with Section R402.4.1.2 Climate Zone 2.
n
Signature:
Printed Name: Martin Klein
License/Certification #: 5061633
BUILDING PERFORMANCE
INSTITUTE, INC_.
Hermes Suite 210
Mal
Malta, NY 12020 020
(877) 274-1274
www.bpi.org
;
x
''F API
a
Martin Klein
/
BPIIDA: 6061E33
s" (SEE REVERSE SIDE FOR DESIGNATIONS AND EXPIRATION DATES)
CERTIFIED PROFESSIONAL DESIGNATION EXPIRATION DATE
Infiltration& Duct Leakage(IDL) 4262021
BUILDING PERFORMANCE INSTITUTE, INC.